M
Mohsen Kamalian
Researcher at International Institute of Earthquake Engineering and Seismology
Publications - 61
Citations - 924
Mohsen Kamalian is an academic researcher from International Institute of Earthquake Engineering and Seismology. The author has contributed to research in topics: Seismic microzonation & Time domain. The author has an hindex of 18, co-authored 58 publications receiving 765 citations. Previous affiliations of Mohsen Kamalian include Islamic Azad University & International Institute of Minnesota.
Papers
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Journal ArticleDOI
Time-domain two-dimensional site response analysis of non-homogeneous topographic structures by a hybrid BE/FE method
Mohsen Kamalian,Mohammad Kazem Jafari,Abdollah Sohrabi-Bidar,Arash Razmkhah,Arash Razmkhah,Behrouz Gatmiri,Behrouz Gatmiri +6 more
TL;DR: In this article, an advanced formulation of the time-domain, two-dimensional hybrid finite element-boundary element method (FEM/BEM) is presented, and applied to carry out site response analysis of homogeneous and non-homogeneous topographic structures subjected to incident in-plane motions.
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Seismic ground amplification by unlined tunnels subjected to vertically propagating SV and P waves using BEM
TL;DR: In this paper, the seismic response of a linear elastic medium including a buried unlined tunnel subjected to vertically propagating incident SV and P waves is addressed by utilizing a robust numerical algorithm working based on the boundary element method.
Journal Article
On time - domain two - dimensional site response analysis of topographic structures by bem
TL;DR: In this article, an advanced formulation of time-domain two-dimensional Boundary Element Method (BEM) for linear elastodynamics is used to carry out site response analysis of topographic structures subjected to incident P-, SV-, and Rayleigh waves.
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Transient analysis of wave propagation problems by half-plane BEM
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Seismic Response of 2-D Semi-Sine Shaped Hills to Vertically Propagating Incident Waves : Amplification Patterns and Engineering Applications
TL;DR: In this article, the authors presented the most important results of an extensive numerical parametric study on seismic behavior of two-dimensional semi-sine shaped hills subjected to vertically propagating incident SV and P waves.